Loading...
HomeMy WebLinkAbout30-20 Site Plans U IN K_ FREDERICK COUNTY PUBLIC SCHOOLS JAMES WOOD HIGH SCHOOL SOFTBALL FIELD IMPROVEMENTS FREDERICK COUNTY LEGEND EXISTING DEMO NEW DESCRIPTION C101 EXISTING CONDITIONS AND DEMOLITION PLAN 050 CONTOURS C103 ENLARGED SITE PLAN X 112.00 SPOT ELEVATIONS C201 ELECTRICAL SITE PLAN C301 CONCRETE CURB C302 MODULAR TICKET BOOTH CONCRETE CURB & GUTTER CONCRETE PAD/WALK \\\ PAVEMENT �c �c GRAVEL ® BUILDING SITE FEATURES FENCING PROPERTY LINE CENTERLINE OR BASELINE BENCHMARK — —SD- — - SD SD STORM SEWER LINE CURB INLET — - DROP INLET - LF END SECTION / END WALL (a) O O MANHOLE — — OHE — — OHE OHE ELECTRIC - OVERHEAD — — UGE — — UGE UGE ELECTRIC - UNDERGROUND — — UGT — — UGT UGT TELEPHONE - UNDERGROUND — — FO — — FO FO FIBER OPTIC - UNDERGROUNI G G G GAS LINE ❑M ❑M ❑M GAS METER SS SS SS SANITARY SEWER o CO CLEANOUT W VN W WATER LINE ® ® ® GATE VALVE OM ® WATER METER FIRE HYDRANT HANDICAP PARKING TREE LINE T e SIGNS IFB # SITE PLAN #30-20 MARY ANN PULLEN PIN #: 42—A -227A ZONING: RA NpR F 4-6 <i��TRiFs2�'OiAF . ss MAti ARCHITECTS AND ENGINEERS LOCATION MAP I0 GREGORY MCCAULEY ~ PIN #: 42—A-210 Lun ZONING: RA oP USE: RESIDENTIAL 0 3 — — WC ANTHONY CIBOTTI PIN #: 42—A-212 ZONING: RA I USE: AGRICULTURAL a)w SARA SMITH PIN #: 42—A-213 ZONING: RA USE: AGRICULTURAL ra 200 Country Club Dr. SW Plaza One - Building E Blacksburg, Virginia 24060 P: 540-552-2151 F: 540-951-0219 www.owpr.com PROJECT AREA JAMES WOOD HIGH SCHOOL d )PLE PIE VARGE) 0AD SDLIMIT: MPH - - PEE 5550 Winchester Avenue Berkeley Business Park e Suite 5 Martinsburg, WV 25401 P: 304-381-8541 APPLE PIE RIDGE ELEMENTARY SCHOOL VIRGINIA '0\j 37 e ORS ROv74- cK S22 pikF 300' 100' 0 300' 600' 1" = 300'-0" INDEX OF DRAWINGS NUMBER TITLE T101 TITLE SHEET C101 EXISTING CONDITIONS AND DEMOLITION PLAN C102 OVERALL SITE PLAN C103 ENLARGED SITE PLAN C104 SITE PLAN DETAILS C201 ELECTRICAL SITE PLAN C301 MODULAR PRESS BOX C302 MODULAR TICKET BOOTH VICINITY MAP SIT JAMES WOOD HIGH SCHOOL �T 0 Gq��Fs Bono FREDERICK COUNTY MIDDLE SCHOOL 1. OWNER: APPLE PIE ELEMENTARY SCHOOL oE- 1 wjNC��sTCO LINTY R CCRpCRq TE L �M�TS GENERAL PROJECT NOTES NO SCALE FREDERICK COUNTY SCHOOL BOARD SUPERINTENDENT OF SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 622-3888 2. ARCHITECT/ENGINEER: OWPR, INC. 200 COUNTRY CLUB DRIVE PLAZA ONE, BUILDING "E" BLACKSBURG, VA 24060 (540) 552-2151 FAX (540) 951-0219 3. SITE AREAS: TOTAL SITE AREA 68.86 ACRES TOTAL DISTURBED SITE AREA 0.25 ACRES 4. ZONING: RURAL AREAS (RA) 5. MAGISTERIAL DISTRICT: GAINESBORO 6. PROPERTY INFORMATION: TAX PARCEL: 42-5—D CURRENT USE: EDUCATION (HIGH SCHOOL) PHYSICAL ADDRESS: 161 APPLE PIE RIDGE ROAD WINCHESTER, VA 22603 7. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY BENCHMARKS DISTURBED DURING CONSTRUCTION AND SHALL NOTE THE NEW LOCATION AND ELEVATION ON THE AS—BUILT DRAWINGS. 8. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIONS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 9. A PRE CONSTRUCTION MEETING WILL BE HELD PRIOR TO BEGINNING CONSTRUCTION. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SECTION 59.1-406.ET.SEQ., OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 11. FREDERICK WATER PROJECT INFORMATION — NO CHANGE IN WATER AND SANITARY SEWER DEMAND OR USAGE. 12. NO PROPOSED CHANGES TO SITE SIGNAGE OR LANDSCAPING INCLUDED IN THIS PROJECT. 13. NO PROPOSED BUILDING—MOUNTED OR POLE—MOUNTED SITE LIGHTING INCLUDED IN THIS PROJECT. 14. NO PROPOSED CHANGES TO THE EXISTING PARKING. 15. PREVIOUS APPROVED SITE PLANS INCLUDE: SITE PLAN (SP) #06-78, #12-89, #35-95, AND #47-96. `-' WILLIAM A. SHELTON z Lic. No. 031651 oX, �w SSIONAL SALT 11 0p" ne DANIEL W. GIBSON Lic. No. 44271 -7-1-7-20 Www SSS fONAL tl G' APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL SIGNATURE k THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. REVISIONS NO.I DATE I DESCRIPTION DATE 17 JUL 20 COMM NO. 2019-091 SET NO. SHEET NO. T101_ I I I I \ EXIST \ ASPH I - PVMT V A I \ I \ I I \ \ I \ I I I \ I EXIS� 0 �DA PARKING 1 1 1 1 \ 1 1 1 1 \ a u C YARD INLET o YARD INLET o TOP=894.37 J TOP=890.30 INV(IN 24" RCP=890.22 No. INV (IN) 24" RCP=886.10 Date INV. (OUT) 24 RCP -889.82 INV. (OUT) 30 RCP-886.10 0 ------r-I----------------------- ~ z J -- O U V) O II IIII I I ICAO O -----__-_-_--___ I I II U -----____—_-- > N 0 J U 65 ��� l mcr TOPD888 i► I I I I I / INV (IN) 30" RCP=869.18 z¢ n INV. (OUT) 30" RCP -869.10 �� \ J IN,� S ~ Q 0 J in O LLJ O 0) I \ EXIST rCO r II \ FENCE \ I I 1 ( I I I I \ I I \\ I I I EXIST j I I I I I I EXIST 1 I LIGHT I I I I ASPH II I \ I I I I I I PVMT I 1 \ I I I EXIST I FENCE I \ I I I \ I I I I III l (EXIST I I I I I I I I FENCE EXIST I I I I I I S I I I I I I GRASS I I I II II I I I I INFIELD JD Ln I I I I I I 1 I I I 00 I I I I EXIST GUARDRAIL I DEMO FENCE AT DUGOUT j/C6 FOR GATE INSTALLATION I I / r I 1 / I I III EXIST / I EXISTDUGOUT I / I I I� GUARDRAIL III III I I I I 1 11I III / I I EXIST CONC /----- —) — I EAST/ \ i 1 i l WALK I EXIST � , — - ASPH III — — — EXIST INFIELD , PVMT III I I RET WALL I I \ EXIST III I I I o / LIGHT I III I I I DEMO CONC WALKS, I IIII I - - - - I II HANDRAILS, AND STEPS 1 III I I RETAIINIINGDEMOTWAL ION OF I I I I IIII � I I I I I EXIST 14 \\ 11 DEMO CONC WALKS, GUARDRAIL I ° \IIIIII TB -2 HANDRAILS, AND STEPS I I IIII `� EXIST CONC I �\ LADEMO NDSCAPING 1 1 1 1 I\ \\ WALK J\ II i DEMO CONC WALKS, / /I TB -4 T - — — — — — HANDRAILS, AND STEPS - 1 l I EXIST EXIST BLEACHERS I DUGOUT - I I XIST OPENING 1 I INA- D-RA1L / \ J 4 p 11 \\ TB -1// / IP --- /� 41 EXIST LIGHT DEMO CONC WALKS, ARD INLET---��-- FA -ND f2-ASS-�AN.L�TF-PS :TOP=893:50--------_ \ \� EXIST \ ASPH I PVMT II / I / INV (IN 24 RCP=886.30 I. 1�V.q (OUT)24" RCP- 886.30 GUARDRAI \89,5 I I i / Q \ ED EXIST SCOREBOARD uo I r� —905— j \ KIST LIGHT =886.10 "P-889.10 SURVEY NOTES 1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED OCTOBER 28, 2019. SURVEY PROVIDED BY ROBERTS LAND SURVEYING, HEDGESVILLE, WEST VIRGINIA. 2. THE BOUNDARY INFORMATION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 3. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 4. BOUNDARY DISTANCES AND BEARINGS PROVIDED WERE TAKEN FROM EXISTING RECORD DRAWINGS AND HAVE NOT BEEN VERIFIED. THIS PLAT DOES NOT CONSTITUTE A BOUNDARY SURVEY. UTILITY CONTACTS COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VA.22602 (540) 504-0942 WASHINGTON GAS P.O. BOX 2400 WINCHESTER VIRGINIA 22604 (540)868-7923 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3153 SHENANDOAH VALLEY ELECTRIC COOPERATIVE 3463 VALLEY PIKE WINCHESTER, VIRGINIA 22602 (540) 868-0097 RAPPAHANNOCK ELECTRIC COOPERATIVE 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 622-5138 FREDERICK WATER P.O. BOX 1877 WINCHESTER VIRGINIA 22604 (540)868-1061 ZONING INFORMATION ZONING: RURAL AREAS (RA) REQUIRED MINIMUM SETBACKS: FRONT 60' SIDE 100' REAR 100' BUILDING HEIGHT: MAXIMUM HEIGHT 35' PROPOSED HEIGHT PRESS BOX 19'-5" TICKET BOOTH 9'-4" Z� o o UoN J Q No. Description Date Revisions SVT H OF ILLIAM A. SHELTON y Lic. No. 031651 0 o (D� o�uLO Q� N �a>� c1N ��� =m `_� CL oo�.D� moo �v 40 O N U lfJ lft In i -� O o m A Lr) N o- CO a- LL L7 CO Cn it LJI Lu Lu cez z Lu 0 z Q Vl Lu V W V a V) o o UoN J Q 0 r V) 0 ~ z J W O U V) O : U O U U > N 0 J U 0 o mcr Ile) � m z¢ n CD J S ~ Q 0 J in O LLJ O J z U V) W J °° 0 m Q Li w o LLJ C) 0 w u- LTJ L.L. O z o o UoN 01 Q m r C) Z Q � Z Z � O J 0 Z Z O U J 0 Z LLJ C) x LLJ C101 m Of � U O 0 C) U Q C) Z Q � Z Z � O J 0 Z Z O U J 0 Z LLJ C) x LLJ C101 I s u C /0 I I I EXIST \\ ASPH I - - PVMT \ I \ I \ I \ I I I I \ I \ ` (_o EXIST1 0 �DA PARKING 1 1 -I--12' -�-- YARD INLET TOP=890.30 INV(IN) 24" RCP=886.10 INV. (OUT) 30 RCP -886.10 _CONNECT TO EXIST SD ------____---- INLET INV = 87.00 - CONNECT 4"PERF PIPE TO 6"PVC I J❑ I I I \/ I � I I I I I I I I SII I 00 1 I I I EXIST I GUARDRAIL - I I / Cd INV=88.40 ` j I II / I II�III I I / I I III EXIST I I EXIST I DUGOUT I I� GUARDRAIL I I I � j I I (IIII\� EXIST CONC I 11 EN r� \ III � \ I WALK ASPH I / PVMT III - EXIST RET WALL EXIST I I o LIGHT I I I I I CONNECT IIII I I RETAINING WALL GUARDRAIL o 1 i I (MATCH EXIST) / EXIST EXIST GRASS INFIELD n] EXIST FENCE I 1 FRENCH DRAIN AROUND EDGE OF INFIELD SEE DETAIL SHEET C104 / I I / I I EXIST INFIELD I I \ !1 GUARDRAIL x, \ 1 MODULAR PRESS BOX I (9'X20') W/ STAIRS INV=88.40 `b 5' CONC ADA RAMP I \ EXIST CONC EXISTI L ON RETAINING WALL WALK C C W/ HANDRAIL 1 \ BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TEP WIRE SCREEN r-- FILTERED WATER OVERFLOW RUNOFF WATER WITH SEDIMENT qn1111-7���-niii�=�l11-DROP INLET IIIIII _IIIIII_IIIIII.WITH GATE SEDIMENTI SPECIFIC APPLICATION -- - - I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. " GRAVEL SHALL BE VDOT #3. #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE. 3.07-3 INLET PROTECTION NO SCALE VAESC STD. & SPEC. 3.07 E I I EXIST SCOREBOARD I I I I II II II II 1 I 1 �I BULLPEN o BULLPENYAR o 0 0 a, 0 INLET UcSj SEE DETAIL WALK I 4�ATE TOPD894.37, DETAIL SHEET C104 � . I INV (IN) 24 RCP=890.22 d . CO INV. (OUT) 24 RCP -889.82 SHEET C104 U Cn O - -._- - - - - - - - - - - - - - - - '. - - ) EXIST DUGOUT I EXIST LIGHT \ XIST OPENING / I 0 J o 6 - o INV=87.70 1 IN�ARD-RA1L� IIIIII I I CO EXIST N o I I I I I RESTROOM/4"S S CLJ 21 CONCESSIONS in 1 \ CONC WALK i : `-.... fir/ IP •. � O I I� 1 � �, cv 66' �', l i ► I I J I I / U W/ HANDRAIL m Ov m C-) Q 4' GATE w o LTJ C)u- O W W C/') cy) LL i 1 1 1 CC)r l l \ 1 I I I EXIST I I I LIGHT I I EXIST I I I I I I I I ASPH I I I I I PVMT I I I I I I I I E�yIXIST \ PENCE \ I I I I III � I (EXIST I I I I I I I I I FENCE I I I I I I I I l I dj i I I YARD INLET TOP=890.30 INV(IN) 24" RCP=886.10 INV. (OUT) 30 RCP -886.10 _CONNECT TO EXIST SD ------____---- INLET INV = 87.00 - CONNECT 4"PERF PIPE TO 6"PVC I J❑ I I I \/ I � I I I I I I I I SII I 00 1 I I I EXIST I GUARDRAIL - I I / Cd INV=88.40 ` j I II / I II�III I I / I I III EXIST I I EXIST I DUGOUT I I� GUARDRAIL I I I � j I I (IIII\� EXIST CONC I 11 EN r� \ III � \ I WALK ASPH I / PVMT III - EXIST RET WALL EXIST I I o LIGHT I I I I I CONNECT IIII I I RETAINING WALL GUARDRAIL o 1 i I (MATCH EXIST) / EXIST EXIST GRASS INFIELD n] EXIST FENCE I 1 FRENCH DRAIN AROUND EDGE OF INFIELD SEE DETAIL SHEET C104 / I I / I I EXIST INFIELD I I \ !1 GUARDRAIL x, \ 1 MODULAR PRESS BOX I (9'X20') W/ STAIRS INV=88.40 `b 5' CONC ADA RAMP I \ EXIST CONC EXISTI L ON RETAINING WALL WALK C C W/ HANDRAIL 1 \ BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TEP WIRE SCREEN r-- FILTERED WATER OVERFLOW RUNOFF WATER WITH SEDIMENT qn1111-7���-niii�=�l11-DROP INLET IIIIII _IIIIII_IIIIII.WITH GATE SEDIMENTI SPECIFIC APPLICATION -- - - I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. " GRAVEL SHALL BE VDOT #3. #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE. 3.07-3 INLET PROTECTION NO SCALE VAESC STD. & SPEC. 3.07 E I I EXIST SCOREBOARD I I I I II II II II 1 I 1 �I BULLPEN JI / / - _---f= ONC_SIAIRS �_---- 1 - } v 62 YARD INLEfi CONNECT TO -v � MODULAR / / / (/F / TOP=89 50 --I-----._. TICKET BOOTH / 1 /� /I INV (IN �4" RCP=886.30 \ 8'X8' I / /�/� `V.®(OUT) 24" RCP -886.30 l v 0XI�STyid/�/ CONC STAIRS \ \ GUARDRAI\I I / // / / � (11R) \ '-� I 75' . 895 �N i EXIST ASPH I L�� \ PVMT -905- ® IP EXIST SD INLET INV=87.40 CONNECT 4"PERF YARD INLET - - - - PIPE TO 6"PVC TOP=889.30 INV(IN) 24" RCP=886.10 INV. (OUT) 30 RCP -889.10 \ BATTING CAGE SEE DETAIL SHEET C104 / / 1 / 41 20'-0" DIMENSIONAL NOTES 1. SEE SHEETS C301 AND C302 FOR BUILDING DIMENSIONS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES. 3. ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES AND SIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR ENTRAINED CONCRETE, REINFORCED WITH WWF 6X6, W1.4 X W1.4 OR FIBROUS REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF COMPACTED VDOT TYPE #57 AGGREGATE. 4. CONTROL JOINTS: PROVIDE CONTROL JOINTS, SECTIONING CONCRETE INTO AREAS AS SHOWN. JOINTS IN SIDEWALKS SHALL BE AT A SPACING EQUAL TO THE SIDEWALK WIDTH. JOINTS SHALL BE TOOLED OR SAWN INTO CONCRETE A DEPTH EQUAL TO Y4 OF CONCRETE THICKNESS. 5. EXPANSION JOINTS: PROVIDE PRE -MOLDED JOINT FILLER EXPANSION JOINTS WHERE NEW SIDEWALKS OR OTHER CONCRETE PAVING ABUTS CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, EXISTING WALKS, AND OTHER FIXED OBJECTS. LOCATE EXPANSION JOINTS IN SIDEWALKS AT A MAXIMUM OF 50' O.C. JOINT FILLER SHALL EXTEND THE FULL LENGTH AND DEPTH OF JOINT BUT SHALL BE LET DOWN " BELOW THE FINISHED SURFACE AND THE RESULTANT SPAC FILLED WITH URETHANE JOINT SEALER. UTILITY NOTES 1. CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FOR MARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION 2. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED FROM A FIELD SURVEY OF ABOVE GROUND UTILITY FEATURES AND RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS, AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 3. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND THE ARCHITECTANGINEER IMMEDIATELY. CONTRACTOR SHALL TAKE NECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGED UTILITIES AS SOON AS POSSIBLE. 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. 5. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND. GRADING & DRAINAGE NOTES 1. GRADE AROUND ALL BUILDINGS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. 2. GRADE ALL AREAS IN THE VICINITY OF DROP INLETS TO PROVIDE POSITIVE DRAINAGE TOWARD THE INLET. 3. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLY PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS TO ALL DISTURBED UNPAVED AREAS. EROSION CONTROL NOTES 1. ANY EROSION AND SEDIMENTATION CONTROL PRACTICES UTILIZED SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, LATEST EDITION. 2. ALL EROSION CONTROL MEASURES WHICH SERVE THIS SITE SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE AREAS THEY SERVE HAVE BEEN STABILIZED. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES THAT SERVE THIS SITE ONCE THE AREAS THEY SERVE HAVE BEEN STABILIZED. 3. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS. 4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS FREE OF MUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE POLLUTANTS AS NECESSARY. 5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER INSTALLATION. 6. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR. 7. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT. Z� o o 0 0 a, 0 UcSj No. WALK Date 4�ATE DETAIL O ~ I_ -. _ _ _ - _ I CO / SHEET C104 U Cn O : U O EXIST I EXIST DUGOUT I EXIST LIGHT \ XIST OPENING > N 0 J BLEACHERS - o - 1 IN�ARD-RA1L� Ile) ::D EXIST I L RESTROOM/4"S S CLJ 21 CONCESSIONS in 1 \ CONC WALK i : `-.... fir/ IP •. O 1 � �, cv 66' 6' CONC WALK/RAMP J - / U W/ HANDRAIL m Ov JI / / - _---f= ONC_SIAIRS �_---- 1 - } v 62 YARD INLEfi CONNECT TO -v � MODULAR / / / (/F / TOP=89 50 --I-----._. TICKET BOOTH / 1 /� /I INV (IN �4" RCP=886.30 \ 8'X8' I / /�/� `V.®(OUT) 24" RCP -886.30 l v 0XI�STyid/�/ CONC STAIRS \ \ GUARDRAI\I I / // / / � (11R) \ '-� I 75' . 895 �N i EXIST ASPH I L�� \ PVMT -905- ® IP EXIST SD INLET INV=87.40 CONNECT 4"PERF YARD INLET - - - - PIPE TO 6"PVC TOP=889.30 INV(IN) 24" RCP=886.10 INV. (OUT) 30 RCP -889.10 \ BATTING CAGE SEE DETAIL SHEET C104 / / 1 / 41 20'-0" DIMENSIONAL NOTES 1. SEE SHEETS C301 AND C302 FOR BUILDING DIMENSIONS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES. 3. ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES AND SIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR ENTRAINED CONCRETE, REINFORCED WITH WWF 6X6, W1.4 X W1.4 OR FIBROUS REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF COMPACTED VDOT TYPE #57 AGGREGATE. 4. CONTROL JOINTS: PROVIDE CONTROL JOINTS, SECTIONING CONCRETE INTO AREAS AS SHOWN. JOINTS IN SIDEWALKS SHALL BE AT A SPACING EQUAL TO THE SIDEWALK WIDTH. JOINTS SHALL BE TOOLED OR SAWN INTO CONCRETE A DEPTH EQUAL TO Y4 OF CONCRETE THICKNESS. 5. EXPANSION JOINTS: PROVIDE PRE -MOLDED JOINT FILLER EXPANSION JOINTS WHERE NEW SIDEWALKS OR OTHER CONCRETE PAVING ABUTS CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, EXISTING WALKS, AND OTHER FIXED OBJECTS. LOCATE EXPANSION JOINTS IN SIDEWALKS AT A MAXIMUM OF 50' O.C. JOINT FILLER SHALL EXTEND THE FULL LENGTH AND DEPTH OF JOINT BUT SHALL BE LET DOWN " BELOW THE FINISHED SURFACE AND THE RESULTANT SPAC FILLED WITH URETHANE JOINT SEALER. UTILITY NOTES 1. CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FOR MARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION 2. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED FROM A FIELD SURVEY OF ABOVE GROUND UTILITY FEATURES AND RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS, AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 3. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND THE ARCHITECTANGINEER IMMEDIATELY. CONTRACTOR SHALL TAKE NECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGED UTILITIES AS SOON AS POSSIBLE. 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. 5. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND. GRADING & DRAINAGE NOTES 1. GRADE AROUND ALL BUILDINGS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. 2. GRADE ALL AREAS IN THE VICINITY OF DROP INLETS TO PROVIDE POSITIVE DRAINAGE TOWARD THE INLET. 3. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLY PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS TO ALL DISTURBED UNPAVED AREAS. EROSION CONTROL NOTES 1. ANY EROSION AND SEDIMENTATION CONTROL PRACTICES UTILIZED SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, LATEST EDITION. 2. ALL EROSION CONTROL MEASURES WHICH SERVE THIS SITE SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE AREAS THEY SERVE HAVE BEEN STABILIZED. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES THAT SERVE THIS SITE ONCE THE AREAS THEY SERVE HAVE BEEN STABILIZED. 3. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS. 4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS FREE OF MUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE POLLUTANTS AS NECESSARY. 5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER INSTALLATION. 6. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR. 7. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT. Z� o o 0 0 a, 0 UcSj No. Description Date Revisions SVT H OF ILLIAM A. SHELTON y Lic. No. 031651 e'fS16NAL 0 o S� Q � N UOOjc�,o a- � o CO Cl -0 6 N _ C C O lf) L(J }C m m O O�f7 61 7 0 t(7 -ow M zO O N U Lr) lft In i '� O o @ L' 2 7 N0- CO a- LL L7 CO Cn it a - VI Lu Lu z z Lu 0 z Q L/1 V w I-- V a 0 z o o 0 0 a, p UcSj O r () O ~ J W z O U Cn O : U O U o U > N 0 J cn O o mcr Ile) ::D m L S CLJ Q Q in O LLJ O J z U C/o)_j W m Ov m C-) Q w o LTJ C)u- O W W C/') LL 0 z o o 0 0 a, p UcSj m r Z Q J m LI_I C� J Q Li! O C1 02 m Of U O U) o 0 C) U Q Z Q J m LI_I C� J Q Li! O C1 02 a 901 -------\ II II II II II II I o I A rn CID I J / 898.68- 898.68 98.68- 89868 8')8.78 I EXIST o 4'I I GUARDRAIL / CONC. I o RAMP 0 °) 4 I 3 -1'33», � I I 00 � 899.8 LANDING 899.9 / O I / CONC RAMP RAILINGS I I I I / II I � I I I 111 I 1 I � I I �I I I I Ek I I I I EkST I LIIGHTI III I f I I I III I I II EXIST I I I BLEACHERS I I I I III I I I I I III I I I � I I III I I I I I I I I I III I I EXIST I ISI I RETAINING WALL I I I I I I I I � I I IIS► � I 8195.601 II 891.60 -----891.47 II =___---_--- \ 4 4 RETAINING WALL / TO MATCH EXIST \ \ / 4 891.47 \ 48191.55 \ 1 � I I I / 4 �\ 1 11� 1 4 I 4 /. CONC RAMP 4 o I 1891. 0 1 5.60 /� 97.68 1 1 'Do� �\ 1 1 LANDING 1 1 PRESS BOX�� 1 4 A94 6 FFE� 01 60 \ I 11 597!58 I � I I / I � / CONC \ RAMP 91.47 LANIDING' \\ \ 801. ---------- I EIEV=901.60 \ / I --------- I 4' 1 / I --------- J 1 \ 4 I I CONC \ I PAD II EXIST 1 U, I / I 4 4 I BLEACHERS I I I I I N l L - - - - - - - - - - J I r - No. Description / Revisions \ a _ - Z W � O I U / U > N coN / o m ao�qlm I � Q cin I/ O w O Lu O U m Q 0 O W LL- W 0 � ry 0 I I 901 -------\ II II II II II II I o I A rn CID I J / 898.68- 898.68 98.68- 89868 8')8.78 I EXIST o 4'I I GUARDRAIL / CONC. I o RAMP 0 °) 4 I 3 -1'33», � I I 00 � 899.8 LANDING 899.9 / O I / CONC RAMP RAILINGS I I I I / II I � I I I 111 I 1 I � I I �I I I I Ek I I I I EkST I LIIGHTI III I f I I I III I I II EXIST I I I BLEACHERS I I I I III I I I I I III I I I � I I III I I I I I I I I I III I I EXIST I ISI I RETAINING WALL I I I I I I I I � I I IIS► � I 8195.601 II 891.60 -----891.47 II =___---_--- \ 4 4 RETAINING WALL / TO MATCH EXIST \ \ / 4 891.47 \ 48191.55 \ 1 � I I I / 4 �\ 1 11� 1 4 I 4 /. CONC RAMP 4 o I 1891. 0 1 5.60 /� 97.68 1 1 'Do� �\ 1 1 LANDING 1 1 PRESS BOX�� 1 4 A94 6 FFE� 01 60 \ I 11 597!58 I � I I / I � / CONC \ RAMP 91.47 LANIDING' \\ \ 801. ---------- I EIEV=901.60 \ / I --------- I 4' 1 / I --------- J 1 \ 4 I I CONC \ I PAD II EXIST 1 U, I / I 4 4 I BLEACHERS I I I I I N l L - - - - - - - - - - EXIST CONC WALK \ I rn / w 891 �6d / 0) 8 / / / \ 1891.60 I 891.37 \ 4 /00/ rn METAL STAIRS I / \ 4 erne oo - -- °° lw/ PRESS BOX 8 4.6 \\ 4 -1 1------------------ I 10 90 - - - J EXIST � � ,� / I / � CONC STAIRS (6R) CONC WALK ^\\\90 EXIST LIGHT 901.53 901.46 I � I i/ I �`9S �� / - », - - � 2 901.48 . - i I / 89 .20 I \ 894.36 \ - 141'19 19 4 4 \ EXIST OPENING4 / I 901.42 4.20 I ` - - - - ` \ - _ _ _ _ CONC / 891.44 \ IN GUARDRAIL 4 4 4 / 4 I I I 896.20 6.17 4 I \ 4 4 894.36 891.97 \ CONC PAD J \ 4 4 I I4 I �I 894.62 / -9.46 4CONC J \\ 901.7701.7 4 \\ I I I I 4 I RAMP / L 4 4 4 I 4 892. 9 89 03 Q� \ 4 90.1472 904.61 4 I I 4 I 4 4 I J� CONC � / I 4 � 4 J\ 4 4 896.20 896.0 <I 4 PAD J I / CONC I \ 4.2 9' - - / 14894.53 � 4 -� I RAMP \ 4 � 891. 7 0.0 / �.� -y -----� 89.2 14 J 44 4 \ 901.180 4 J 601.80 / 18.61' 1 \\ 4 I 4 / 4 I / // // CONC STAIRS (11 R) 13.00' / - - - .09 892\,O 4 27.25 5• / 5.111' I / \ 4 4. I b0' CKET // // I I / // 01.72 901.180 00 �B090H80 I 9 4 / � I / I8.0 903 // 901140 �- _----90Jb.00 / / � /\ \L� -7_:17 J? I I 896 \ � _ 894 , \ cp \\ 893,\ �� -Q' T H 0F Grp �o i ILLIAM A. SHELTON 9 Lic. No. 031651 O '�`�SI 0 oLu� 45 >a ¢ w CN Um>N n o N9 U -_5 �� cm CM3 � o 00 moom 3e F, c_v U N U�� p` N O (6 03LO N d m d Ll L0 m Cn d FVOOLu W z z W 0 z a vi V W 0 V a o N J Q r - No. Description Date Revisions T H 0F Grp �o i ILLIAM A. SHELTON 9 Lic. No. 031651 O '�`�SI 0 oLu� 45 >a ¢ w CN Um>N n o N9 U -_5 �� cm CM3 � o 00 moom 3e F, c_v U N U�� p` N O (6 03LO N d m d Ll L0 m Cn d FVOOLu W z z W 0 z a vi V W 0 V a 0 Z o N J Q r - 0 a _ - Z W � O S U U U > N coN O o m ao�qlm � Q cin Z O w O Lu O U m W 0 O W LL- W � ry 0 Z o N E UC) Q r - Z Q J LLJ F- V) m W Q J Z W C1 03 m N � N U i cn coN 0- a) Z Q J LLJ F- V) m W Q J Z W C1 03 0 4 I 0 N 0 N 7 O N 0 i cao, 3 0 m v 0 i 0 N U 0 0 i 0 N U 0 a- 0 N U 0 Y TOP RAIL EXPOSED CONIC TO BE SEE PLAN FOR TROWLED AND BROOM FINISHED OVERALL DIMENSIONS 1'x1' CONCRETE EDGE 6' CLF 1" HAND TOOLED RADIUS 4" COMPACTED VDOT 21-A 1'X1' CONCRETE EDGE I I iniriri .,nTrni r. I I I AGGREGATE IN AREAS WITHOUT UNDERLYING POST FOUNDATIONS NATURAL GROUND 2" BELOW CONC 1' EDGE FOUNDATION DEPTH PER CLF DETAIL BULL PEN DETAIL NO SCALE NON -WOVEN FILTER TOPSOIL FABRIC (LAPPED AT TOP) INFIELD COVER MATERIAL _ EXISTING GRADE 611 -I 11= I I—III—III—III—III—I 1I- I—I I I—I 11=1 I I—III—I 11=1 11=1 \\�/7"STRIPPING ELEV , �\ VDOT No.57 BACK FILL aa�a 04 / 4" y ap as DEPTH MAY VARY TO PERFORATED PROMOTE POSITIVE Da� \ PLASTIC PIPE DRAINAGE 3' FRENCH DRAIN NO SCALE 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING 1 " R SEE PLAN FOR WIDTH SLOPE TO DRAIN (J"/FT MAX) IIIIIII I ° ° ' a 1 1 • • - • . : CONCRETE SIDEWALK NO SCALE 75.0' 0 O Q a a 4 � d o a o 7" DEEP INFIELD ° CONCRETE PAD o COVER MATERIAL a BA TIN CAGE a BATTERS BOXES o a p o o a o a D o o a 6.0' —8.0' EMBEDDED BATTING BATTING CAGE CAGE POSTS CABLES & NET PLAN VIEW SCALE: 1" = 10' STANDARD 3" O.D. SCH 40 GALV. STEEL POST 5.0' I 4.0' 2.0' STANDARD 3" O.D. SCH 40 GALV. STEEL POST 4.0' 5.0' " TOPSOIL 1" R SLO TO DRAIN (J"/FT MAX) I I SLOPE TO DRAIN (J"/FT AX) �1" R ...,.:.::.:..:..:....:::._....,:.. ..,..,;....?.;, .a °., ° ° .d °4 7" INFIELD,. MATERIAL 7" FIELD. MATERIAL : IN 11=III=11I —III=III=III=III I -I _ _ _ _ _III=III11I I I III _ _ III I I I I S II � II � II � IIIII � IIIIIIIIIIIII—III III IIII=III- 4" AGGREGATEDOT # �) =cQMPAICT�rQI s��GR�D=III=I I I=II I=I I I=III=III=III=III=III=III=III=I COM PACT�Q sIU� RADE- E =III° III=I 400 III III=1 I I—I I I=I 11 -11 I=1 11=1 I I—III I I►=1 11-1 III—III—III—III _III III—III—III—III—I I I—I I I o PSI CONIC. REINF. —III—III—I1I-—I III -11 x_,111 11111-1I1=I I I o a W/ 6x6 - w1.4xw1.4 WWF, ROUS REINFORCING 4000 PSI CON =IIIIII=_III- ° I1II I I I1II o OR FIB1=III IC= III=III; _ _ ISI — d ° I—I1I III=I I ° III—I1I—_I I GROUND SLEEVE =III=14 ° III=III = = III—I —III 1II—III- STOP BOLT AT a I 1II- NOTE: BATTING CAGE SHALL BE BEACON ATHLETICS 3.5' DEPTH =_ -III I III= _ I1I=� TUFFFRAME MODULAR OUTDOOR BATTING CAGE -III Q d —I1I III—� I MODEL #105-100-260 OR APPROVED EQUAL. „ -III—I III= NETTING SHALL BE 12' HIGH, UV TREATED, 6 #57 STONE —III _ = III= KNOTLESS NYLON CAGE NET. III IIII- '-111,;,1111 x,111=1 I I- 18" BATTING CAGE DETAILS NO SCALE 10' CENTER OF POST TO CENTER OF POST (MAXIMUM TOP RAIL GATE LEAF WIDTH GATE POST OD FABRIC HEIGHT A DIAM B DEPTH "C" POST EMBED. 3' TO 6' 2.875" 3' TO 5' 12" 38" 36" 6 TO 9 14" 42" 40" 10 TO 12 16" 46" 44" 7 TO 12 4.000 3 TO 5 14 ; 1 38 36 6 TO 9 16 42 40 10' TO 12' 18" 46" 44" 13' 6.625" 1 8'-0" 16" 42" 1 40" BOTTOM RAIL ON TENNIS GRADE DIA. OF POST AS SPECIFIED POST CAP DOUBLE KNUCKLE =1 I=1 I I=I I I I I I 1=I I CONCRETE ° LINE AND TERMINAL POSTS FOOTING4t FABRIC HEIGHT TYPE POST "A" DIAM "B" DEPTH "C" POST EMBEDMENT 3'-0" TO 4'-0" LINE 6" 26" 24" TERMINAL 10" 32" 30" 5' - 0" LINE 8" 32" 30" TERMINAL 10" 32" 30" 6'-0" TO 9'-0" LINE 12" 38" 36" TERMINAL 12" 38" 36" 10'-0" TO 12'-0" LINE 18" 38" 36" TERMINAL 18" 38" 1 36" 13'-0" TO 18'-0" LINE 24" 42" 40" TERMINAL 24" 42" 40" c� W U Of m Q L.� NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS CHAIN LINK FENCES AND GATES NO SCALE FACE OF TREAD AND cL OF PIPE— RAILING �I 1'-0" #4@10" E.W. PIPE 1 1/2"0 STD RAILING NOTE: SEE SITE PLAN FOR NUMBER OF RISERS. FACE OF TREAD—�I lv \v \ Z X ° d O N 1 N in X Z. ° o Q� ° d. d CHEEKWALL -� N ° SECTION VIEW 111111r� ELEVATION VIEW EXTERIOR CONCRETE STAIRS NO SCALE LING HALL/ ING WALL ETE WALK 1-1/2" O.D. STEEL PIPE BOTH SIDES. PRIMER AND 3 COATS MEDIUM - GLOSS BLACK PAINT. 12" SEE PLANS FOR LONGITUDINAL SLOPES c� w Ln T I T °. 00 (D ° a. cd 12" 5' MAX 4000 PSI CONIC SPACING 4" THICK SIDEWALK OVER FOOTING RAILING FOUNDATION PROFILE 6" 6" 4000 PSI CONC. REINF. WITH 6X6 - W1.4XW1.4 WWF, OR FIBROUS REINFORCING 4" COMPACTED AGGREGATE BASE (VDOT #57) SEE PLANS FOR 4" CROSS SLOPES II1=1I1=1I1=1I d ° II1=1I1=1I1= —I 1 I I ISI I Ir=,III=Iii=111 i l l l l l i l l l l l i l l l l=III=III-111111111- "' ` COMPACTED ` \ FOOTINGS UNDER SUBGRADE SIDEWALK SEE PLANS _ FOR WIDTH CROSS SECTION ADA RAMP WITH HANDRAIL NO SCALE CAP UNIT ADHERES TO TOP UNIT W/ SEGMENTAL BLOCK CONCRETE ADHESIVE SEGMENTAL BLOCK CONCRETE UNITS ° d GRANULAR LEVELING PAD -III—III-1 MIN. 6" THICK IMPERVIOUS FILL 12" DEEP DRAINAGE AGGREGATE 12" THICK MIN. 4" DIA. DRAIN PIPE OUTLET ® END OF WALL OR ® 40' CENTERS MAX. NOTES: 1. RETAINING WALL SHALL BE A DELEGATED DESIGN. CONTRACTOR SHALL COORDINATE WALL DESIGN WITH GEOTECHNICAL ENGINEER AND OWNER. 2. WALL MATERIALS SHALL MATCH EXISTING SEGMENTAL BLOCK RETAINING WALL IN COLOR, BLOCK SIZE, AND FINISH. RETAINING WALL DETAIL NO SCALE 0 — o cV E o rncz C O No. Description Date Revisions OF �o c � r o ILLIAM A. SHELTON 9 Lic. No. 031651 �sS j 6N AL J — o cV E o rncz C O C) w O ~ U O wCD z O > U U j N Cz O o m r C) 0 U Q M 0 z o w O>- U —i � V) Lij Q m O U m Ore Q ~ L!__, W w Lu C) O W W � O z — o cV E o rncz C UoN 3 m w C1 04 3 m w > 0)U O Cz C) 0 U Q C1 04 p I ZD -N Ll In u C 11 13 IQ \ NOTE 2,4 CONCESSIONS BUILDING f -Z NOTE 1,2,3,5 a \. Ah cl H ELECTRICAL NOTES 1. EXISTING PANEL HB LOCATED IN CONCESSIONS STORAGE ROOM. EXISTING PANEL IS 100 AMP, 3 PHASE, 4 WIRE 480Y/277 VOLT PANEL. EXISTING PANEL HAS MULTIPLE SPACES AVAILABLE. 2. PROVIDE 1-2 POLE, 60 AMP BREAKER IN PANEL HB TO FEED NEW PRESS BOX. PROVIDE A 480 PRIMARY, 240/120 VOLT SINGLE PHASE, 25 KVA TRANSFORMER TO FEED PRESS BOX PANEL. MOUNT TRANSFORMER ABOVE EXISTING TRANSFORMER XFMR-2 LOCATED IN STORAGE ROOM. MOUNT BESIDE TICKET BOOTH TRANSFORMER. PROVIDE A 100 AMP, 2 POLE, ENCLOSED BREAKER MOUNTED BESIDE TRANSFORMER TO FEED NEW PRESS BOX 100 AMP PANEL. PROVIDE 3—#3, WIRE, 1—#8 GROUND IN 1 1/4" CONDUIT FROM ENCLOSED BREAKER TO PRESS BOX PANEL. 3. PROVIDE 1-2 POLE, 60 AMP BREAKER IN PANEL HB TO FEED NEW TICKET BOOTH. PROVIDE A 480 PRIMARY, 240/120 VOLT SINGLE PHASE, 25 KVA TRANSFORMER TO FEED TICKET BOOTH PANEL. MOUNT TRANSFORMER ABOVE EXISTING TRANSFORMER XFMR-2 LOCATED IN STORAGE ROOM. MOUNT BESIDE PRESS BOX TRANSFORMER. PROVIDE A 100 AMP, 2 POLE, ENCLOSED BREAKER MOUNTED BESIDE TRANSFORMER TO FEED NEW TICKET BOOTH 100 AMP PANEL. PROVIDE 3—#3, WIRE, 1—#8 GROUND IN 1 1/4" CONDUIT FROM ENCLOSED BREAKER TO TICKET BOOTH PANEL. 4. PROVIDE ALL CONDUIT AND WIRING FOR SOUND SYSTEM TO BE MOUNTED ON PRESSBOX. 5. PROVIDE A 20 AMP, SINGLE POLE BREAKER IN EXISTING PANEL LB LOCATED IN CONCESSIONS BUILDING NEAR PANEL HB FOR GFI, WEATHER PROOF RECEPTACLE TO BE MOUNTED AT BATTING CAGES. PROVIDE #10 WIRE AND #10 GROUND TO COMPLETE CIRCUIT. ROUTE WIRING IN 1" CONDUIT FROM CONCESSIONS BUILDING TO BATTING CAGES. COORDINATE EXACT LOCATION OF RECEPTACLE WITH OWNER. TOPSOIL OR CONCRETE WALK >000000000000000000 >000000000000000000 >0000000000000000 >000000000000000000 >°°°°00°°°°°°00°°°° '>°o°o°oo°°°°° o°o°o °°o° °o°O°° 0 0 0 o Q%6 >000000 0000 COMPACTED BACKFILL OF ONSITE MATERIAL (OR VDOT 21A UNDER PAVED SURFACES) CONDUIT (SIZE AND NUMBER AS CALLED OUT) INITIAL BACKFILL SHALL BE VDOT AGGREGATE #25 OR #26 CRUSHER RUN CONDUIT TRENCH DETAIL NO SCALE Z� o N E 0 J cz C :D Ur No. Description Date Revisions op DANIEL W. GIBSON Lic. No. 44271 -7•1%•20 �sS I ON A L 0 co (DGo � ohm >a- LO Q O N 6 N _ U C O L0 Lh }C CO m 00 d O O. L? 61 7 0 t(7 M zzO O N U lfJ lft In i '� O -m A ���m No- ma- LL L7 cc U)itLL LJ� Lu Lu cez z Lu 0 z Q L11 Lu V Lu V a V) o N E 0 J cz C :D Ur 0 Of V) O Q� ~ J O W z U V) O : U U > N J Cn O 0 m ::D m nCL Q J S ~ J O LLJ O J Z U Cn� /-� W J m o m Q W o LLJ C) O W u- LLJ LL. 0 Z o N E 0 C) 01 — ON cz C :D Ur m Of Z Q J LLJ F— V) J Q U Of F— U LLJJ LLJ C201 Q Q :) m Of Q� U Q Z Q J LLJ F— V) J Q U Of F— U LLJJ LLJ C201 0) O I 0 N O N D O N C 0 I a 3 V) 0 m 0 I O N U / 00 O I CD N U .(D 0 I- n 0 0 N / I U Y W. Q LIMY 1'. 3/16" = 1'-0" Zti North Elevation - 3/16" = 1'-0" South Elevation �3 3116- = 1'-0" 4� West Elevation 3/16" = 1'-0" No. Description Date A urawn Lsy` EXTERIOR ELEVATIONS 3360 -3361 2C'WEST FIRS —ET ] BAW 9-21 1$ FO BOWHE VY Checked By: SIGHTLINES INC. QUDteN°. Scale: 46 A%2fi6 636398 I'N'-87 d 6 LH FREDERICK COUNTY PRESSBOX Model No. 3/16" Page No. www wl• II"Ymai ..am477 Toa"R_Eo -SE OF W�A�i IEncTurs,vc Rev: Job IN (2) 20'-0"x9'-0" MODULES A1. <S2.1 20' - 0" :' O N9 r 20' - 0`• 52.1 F1- i� , 6„ IIIIIIIIIII�I I �� . _. I II I I II I II I -� First Floor Plan L� 3/8" = 1'-0" - 0 m 0„ 8F-0„ 6'_0" r O K F1 IIIIIIIIII� Second Floor Plan 3/8" = 1'-01, — - — Drawn B SerialNo. Date: No. Description Date y` FIRST & SECOND FLOOR PLANS 3360-3361 9-21-18 %ql —. -"" Checked B SIGHTLINES INC. Quote - ase: By: Model No As indicated LH FREDERICK COUNTY PRESSBOX 7477 Page No. A1111'1.,Z_%I11111 I'llwpA')EXT°Gy_ Rei: 2 20'-0"x9'-0" MODULES Job No. A2.1 ( ) 2018-030-W R Legend 29 GA. STEEL SIDING E1 � ft1 \ c�H4 j y H9\ — CH2 �� -r REMOTE HEAD � H21�r �i H2i� �,' �H29� � H33� � � � � K1 \ �_' Note: Identification hexagons on the drawings and in the symbol legend correspond to The project specifications (Shts. A0.0 & A0.1). The letter in the hexagon matches the specification section, the number In the hexagon matches the section number. 29 GA. STEEL SIDING TERMINATION BAR Date 6" FORMED CHANNEL I j ✓` (SHIPLOOSE) 45 MIL. EPDM RUBBER (BLACK) "I r �qa O 7/16" OSB f II I I II I I ' 2x10 (#3 SPF) South Elevation �3 3116- = 1'-0" 4� West Elevation 3/16" = 1'-0" No. Description Date A urawn Lsy` EXTERIOR ELEVATIONS 3360 -3361 2C'WEST FIRS —ET ] BAW 9-21 1$ FO BOWHE VY Checked By: SIGHTLINES INC. QUDteN°. Scale: 46 A%2fi6 636398 I'N'-87 d 6 LH FREDERICK COUNTY PRESSBOX Model No. 3/16" Page No. www wl• II"Ymai ..am477 Toa"R_Eo -SE OF W�A�i IEncTurs,vc Rev: Job IN (2) 20'-0"x9'-0" MODULES A1. <S2.1 20' - 0" :' O N9 r 20' - 0`• 52.1 F1- i� , 6„ IIIIIIIIIII�I I �� . _. I II I I II I II I -� First Floor Plan L� 3/8" = 1'-0" - 0 m 0„ 8F-0„ 6'_0" r O K F1 IIIIIIIIII� Second Floor Plan 3/8" = 1'-01, — - — Drawn B SerialNo. Date: No. Description Date y` FIRST & SECOND FLOOR PLANS 3360-3361 9-21-18 %ql —. -"" Checked B SIGHTLINES INC. Quote - ase: By: Model No As indicated LH FREDERICK COUNTY PRESSBOX 7477 Page No. A1111'1.,Z_%I11111 I'llwpA')EXT°Gy_ Rei: 2 20'-0"x9'-0" MODULES Job No. A2.1 ( ) 2018-030-W R Legend 29 GA. STEEL SIDING E1 � ft1 \ c�H4 j y H9\ — CH2 �� -r REMOTE HEAD � H21�r �i H2i� �,' �H29� � H33� � � � � K1 \ �_' Note: Identification hexagons on the drawings and in the symbol legend correspond to The project specifications (Shts. A0.0 & A0.1). The letter in the hexagon matches the specification section, the number In the hexagon matches the section number. r ii ' n a) Z HIGH SIDE ROOF DETAIL 2 (9 Z d a 0o X d a 0 U. N LL GRADE 29 GA. STEEL SIDING E1 - Z -MOLD � a% 29 GA. STEEL SIDING TERMINATION BAR Date 6" FORMED CHANNEL I j ✓` (SHIPLOOSE) 45 MIL. EPDM RUBBER (BLACK) r �qa O 7/16" OSB f II I I II I I ' 2x10 (#3 SPF) U5 3/4"x1 1/2"x 14 GA. ANGLE 2x8 FLUSH WITH N LL I I BOTTOM OF RAFTERS i i II !I I I I --�--- _...... FASCIA D II II `" 15 1/2" Q 7/16" OSB OR 1/2" PLYWOOD J -CHANNEL -SOFFIT (SHIPLOOSE) 7 Z -MOLD J -CHANNEL 29 GA. STEEL SIDING r ii ' n a) Z HIGH SIDE ROOF DETAIL 2 (9 Z d a 0o X d a 0 U. N LL GRADE �i MIDRIFF DETAIL 5 ' 1 1/2" = 1'-011 r Z — 45 MIL. EPDM RUBBER (BLACK) LL ' ' 7/16" OSB 7/16" OSB O UNFINISHED 7/16` OSB - 29 GA. STEEL SIDING TERMINATION BAR -� `: — 2x10 (#3 SPF) IN Z i STEEL J -CHANNEL 2x8 FLUSH WITH 3/4" T&G �! fvr — BOTTOM OF RAFTERS PLYWOOD 29 GA. STEEL TRIM Q (SHIPLOOSE) FASCIA W SOFFIT 6 Cl 1/2" PRESSURE TREATED _ ` PLYWOOD BOTT. BOARD / J -CHANNEL 2x6 ripped to 4 1/2" 3/8" CDX PLYWOOD 5 1/2"H. J -CHANNEL 2x6 (5/8" CDX PLYWOOD @ SIDEWALLS) LL NOTE: BACKING TO BE OMITTED @ ANCHOR -- ---- PLATE LOCATIONS & LIFTING POINTS LOW SIDE ROOF DETAIL A2 �A3 g Cross Section ;TSS BOTT. OF SIDING DETAIL 41 ROOF OVERHANG DETAIL L 3/8" = 1'-0" L 1 1/2" = 1'-0" _4 F-- 3/8" 1 112" = 1'-0" WA) Drawn B Serial No. No. Description Date N `-TFIRS RCET "V t y' CROSS SECTION 3360-3361 NE 0- G..IFd6] ecBdB: SIGHTLINES INC.428390FAX: 2fi6./_3639�9 LH FREDERICK COUNTY PRESSBOX 7477 M R `4 E "ae'oF WMIA1wiiFEn::TUR vc A Rev: Job No. (2) 20'-0"x9'-0" MODULES 2018-030-wP �1 W HITLEY MANUFACTURING INC. 201 WEST FIRST STREET SOUTH WHITLEY, INDIANA 46787-0496 260-723-5131 CSI APPROVED C=I APPROVED AS NOTED DI RETURN FOR CORRECTION BY:------ DATE: 6'-0" 6'-0" I Y:—DATE: UPON APPROVAL, THESE DRAWINGS WILL TAKE PRECEDENCE OVER ALL PREVIOUS DRAWINGS FOR THIS PROJECT PRELIMINARY (pier placement considered preliminary until receipt of signed customer approval) 6518".12" x5187 5i8"x12"x5/B'T C7`x78.1fFCHANNEI_ STEEL BOLT PLATE 8"02"0/87 GRADE HEX NUT WELDED _ LIFTING EYE BRACKET TO INTERIOR SIDE MAINRAIL `- 29 GA. STEELTRIM PIECES „y HOLE LOCATIONS TYP. r h � (SHIPPED LOOSE) GRADE 8 P f I� HEX FEAD BOLT � 3/1r,6"L \_ L I '6°L \`'� Foundation Notes: `, '-• - GRADE {TYP.) { 1. Loads in 1000 lbs. 2. Crawl space ventilation shall not be less than 1/150th of the crawl space STEEL PLATE CAST IN LOCK WASHER WELD - 1/4"GUSSET PLATE horizontal area. ``"...- FOUNDATION PERIMETER WALL. (TYP.) (TYP. � LIFTING PLATE LOCATIONS) 3. This is a suggested plan only. Foundations to be designed by a FLAT FRAMES WELDED T03TEEL PLATES ON SITE BY OTHERS. (WASHER TYP.) professional engineer per local soil and climate conditions. BOLT PLATE AND 4. Provide access to crawl space:, Minimum 22" x 24". FOUNDATIONf SLAB AS LIFTING EYE BRACKET TO C -CHANNEL 5. Minimum footing depth 3'-6'; or as required by local conditions. REO'D. 8Y OTHERS ONSITE SECTION CUT Field Notes: TIE DOWN DETAIL �LIFTING EYE DETAIL 2 � 1. All foundation work shown on this drawing to be provided and installed on - 1/2" = 1'-0" 1 9 /1" site per dealer under contractural agreement. No. Description Date Drawn By: FOUNDATION PLAN 3360f13361 Q-21-18 �, 2C WEST FIRS RCET B W Quote No. Scale: SCU WHTIE Vd N] Checked By: SIGHTLINES INC. 42839-5 As indicated. Fm.2fi6 36396 LH FREDERICK COUNTY PRESSBOX Model No. page No. willey"nr �6E �r ,�i IEn:.TUR v. LEOLA PA x Rev: Job Legend C a, Note: Identification H28� hexagons on the I '� drawings and in the symbol legend correspond to the (H19\ O=� project H4 � specifications (Shts. -+ REMOTE HEAD A0.0 & A0.1). The lett I � � E1 � !r, No. Date Revisions I- J r �qa O � O ' U5 U LL 'Z i D ID U �i MIDRIFF DETAIL 5 ' 1 1/2" = 1'-011 r Z — 45 MIL. EPDM RUBBER (BLACK) LL ' ' 7/16" OSB 7/16" OSB O UNFINISHED 7/16` OSB - 29 GA. STEEL SIDING TERMINATION BAR -� `: — 2x10 (#3 SPF) IN Z i STEEL J -CHANNEL 2x8 FLUSH WITH 3/4" T&G �! fvr — BOTTOM OF RAFTERS PLYWOOD 29 GA. STEEL TRIM Q (SHIPLOOSE) FASCIA W SOFFIT 6 Cl 1/2" PRESSURE TREATED _ ` PLYWOOD BOTT. BOARD / J -CHANNEL 2x6 ripped to 4 1/2" 3/8" CDX PLYWOOD 5 1/2"H. J -CHANNEL 2x6 (5/8" CDX PLYWOOD @ SIDEWALLS) LL NOTE: BACKING TO BE OMITTED @ ANCHOR -- ---- PLATE LOCATIONS & LIFTING POINTS LOW SIDE ROOF DETAIL A2 �A3 g Cross Section ;TSS BOTT. OF SIDING DETAIL 41 ROOF OVERHANG DETAIL L 3/8" = 1'-0" L 1 1/2" = 1'-0" _4 F-- 3/8" 1 112" = 1'-0" WA) Drawn B Serial No. No. Description Date N `-TFIRS RCET "V t y' CROSS SECTION 3360-3361 NE 0- G..IFd6] ecBdB: SIGHTLINES INC.428390FAX: 2fi6./_3639�9 LH FREDERICK COUNTY PRESSBOX 7477 M R `4 E "ae'oF WMIA1wiiFEn::TUR vc A Rev: Job No. (2) 20'-0"x9'-0" MODULES 2018-030-wP �1 W HITLEY MANUFACTURING INC. 201 WEST FIRST STREET SOUTH WHITLEY, INDIANA 46787-0496 260-723-5131 CSI APPROVED C=I APPROVED AS NOTED DI RETURN FOR CORRECTION BY:------ DATE: 6'-0" 6'-0" I Y:—DATE: UPON APPROVAL, THESE DRAWINGS WILL TAKE PRECEDENCE OVER ALL PREVIOUS DRAWINGS FOR THIS PROJECT PRELIMINARY (pier placement considered preliminary until receipt of signed customer approval) 6518".12" x5187 5i8"x12"x5/B'T C7`x78.1fFCHANNEI_ STEEL BOLT PLATE 8"02"0/87 GRADE HEX NUT WELDED _ LIFTING EYE BRACKET TO INTERIOR SIDE MAINRAIL `- 29 GA. STEELTRIM PIECES „y HOLE LOCATIONS TYP. r h � (SHIPPED LOOSE) GRADE 8 P f I� HEX FEAD BOLT � 3/1r,6"L \_ L I '6°L \`'� Foundation Notes: `, '-• - GRADE {TYP.) { 1. Loads in 1000 lbs. 2. Crawl space ventilation shall not be less than 1/150th of the crawl space STEEL PLATE CAST IN LOCK WASHER WELD - 1/4"GUSSET PLATE horizontal area. ``"...- FOUNDATION PERIMETER WALL. (TYP.) (TYP. � LIFTING PLATE LOCATIONS) 3. This is a suggested plan only. Foundations to be designed by a FLAT FRAMES WELDED T03TEEL PLATES ON SITE BY OTHERS. (WASHER TYP.) professional engineer per local soil and climate conditions. BOLT PLATE AND 4. Provide access to crawl space:, Minimum 22" x 24". FOUNDATIONf SLAB AS LIFTING EYE BRACKET TO C -CHANNEL 5. Minimum footing depth 3'-6'; or as required by local conditions. REO'D. 8Y OTHERS ONSITE SECTION CUT Field Notes: TIE DOWN DETAIL �LIFTING EYE DETAIL 2 � 1. All foundation work shown on this drawing to be provided and installed on - 1/2" = 1'-0" 1 9 /1" site per dealer under contractural agreement. No. Description Date Drawn By: FOUNDATION PLAN 3360f13361 Q-21-18 �, 2C WEST FIRS RCET B W Quote No. Scale: SCU WHTIE Vd N] Checked By: SIGHTLINES INC. 42839-5 As indicated. Fm.2fi6 36396 LH FREDERICK COUNTY PRESSBOX Model No. page No. willey"nr �6E �r ,�i IEn:.TUR v. LEOLA PA x Rev: Job Legend C a, Note: Identification H28� hexagons on the I '� drawings and in the symbol legend correspond to the (H19\ O=� project H4 � specifications (Shts. -+ REMOTE HEAD A0.0 & A0.1). The lett I � � � U No. Date Revisions U i D ID U Q 3LUEJYELLO'd 6 �G6 1}4. +4 pIN}:1^nEt3 -- � NW 1� 2) 20'-0"x9'-0" MODULES LL A2. No. First Floor Ceiling Plan 4� Second Floor Ceiling Plan No. Description Date Drawn B By: REFLECTED CEILING PLAN — Checked er in the Htlti � H33� hexagon matches the specification � section, the number �, in the hexagon ua7\ © _ �K1 \ matches the section number. a : SIGHTLINES INC. LH FREDERICK COUNTY PRESSBOX ,n n".mai Rev: (2) 20'-0"x9'-0" MODULES 3360-3361 9-21-1$ Quote No Scale= 42839-5 As indicate Model No. Page No. "b"ig ob No, A3.1 8 -030 -WR Y— IIS +�:+•`'''` I I I� -231 - 19-11 'p2' FRAME 45-5' xH 'P1' 47' IE 11 11101 F RAMS. 5?. TDF BCf+fi H14NVRAIL P3'IvOE RAIL LENIGTH& REAR - 6' SIDE - 6'-B' SIZE VTE1,+ FR{INIT - 1' W41Y VERTICAL - 3'-0 112+ HANDRAIL LENGTH - 21'-9 flyi' = 10' � 31'-z) ' Nh M - SIR' x 1' HEX HEAD HD4i ( pyo`- � U No. Date Revisions U i D ID U Q 3LUEJYELLO'd 6 �G6 1}4. +4 pIN}:1^nEt3 -- ' :W SIP SW iJIbTH -ti Rl+d D-32 S' 4, DAY BAN )6-§ L.1*GTH `A° QTY CI]Li31� 7i: -E l,�tdlat�H 'A' RTY COLOR 11 t19' Ib;t' 6 $RD+�+P'�rREfl 'J 6� 3f15` aF' � T1ED PCtlT FRAMES TOGETHER) SLEEVE 3` PIECE [1F HANDRpII_ If+fTfl 'C' RETURN RAIL & pRtLt. THRI7UGH "ANIIRAIL & CHANNEL 7p ATTACH W! W X 3 HEX 14EAD �C]LT. 'ST' FRAME II 22 CONCRETE ANCHOR PLACEMENTS :le vi I �o MODULAR BUILDING NOTES 1. DRAWINGS ARE PRELIMINARY AND ARE FOR COORDINATION PURPOSES ONLY -NOT FOR CONSTRUCTION. 2. ACTUAL PRESS BOX SIZE IS 9'X20'. 3. FINAL ENGINEERED DRAWINGS TO BE PROVIDED BY THE BUILDING MANUFACTURER. 4. FOUNDATION DESIGN TO BE PROVIDED BY THE BUILDING MANUFACTURER. 5. COORDINATE DELIVERY AND INSTALLATION WITH BUILDING MANUFACTURER. �,LT H OF Grp ILLIAM A. SHELTON 9 Lic. No. 031651 T � U No. Date PCtlT FRAMES TOGETHER) SLEEVE 3` PIECE [1F HANDRpII_ If+fTfl 'C' RETURN RAIL & pRtLt. THRI7UGH "ANIIRAIL & CHANNEL 7p ATTACH W! W X 3 HEX 14EAD �C]LT. 'ST' FRAME II 22 CONCRETE ANCHOR PLACEMENTS :le vi I �o MODULAR BUILDING NOTES 1. DRAWINGS ARE PRELIMINARY AND ARE FOR COORDINATION PURPOSES ONLY -NOT FOR CONSTRUCTION. 2. ACTUAL PRESS BOX SIZE IS 9'X20'. 3. FINAL ENGINEERED DRAWINGS TO BE PROVIDED BY THE BUILDING MANUFACTURER. 4. FOUNDATION DESIGN TO BE PROVIDED BY THE BUILDING MANUFACTURER. 5. COORDINATE DELIVERY AND INSTALLATION WITH BUILDING MANUFACTURER. �,LT H OF Grp ILLIAM A. SHELTON 9 Lic. No. 031651 T � U No. Description Date Revisions SI SNA L 0 3: IS m � W � C O ' C -,IU CIO � Lo W CN -92 23 C'S U0 O rq Um> 1PjN�� o (V O U �c��� cm un CM3 � o 00 c_v U N V�� O ` N� O CV d lit d LL rIJ m rn CC Ce 0 M d LU LU Z l7 Z W z a N V LU V a LLJ V J O � Q Z C7 V ! O � � S U U > N mI � O/ O i Z O O O U LLJLIJ m W � � O W 0 LL. 0 � O Z cV o � C:) O � U m U i D ID U Q � NW 1� LL C301 � U C301 m U i D ID U Q C301 ��� p � r o ILLIAM A. SHELTON 9 Lic. No. 031651 k 16NAL 0 ULU c d Ln C Q N � 7 = 61 CA �... d p m O S y d7 CV LL,) m C C Lo Lo _C 7 O OO L9 U.) �� NCM O U CC O O O C tt $ CD O N Rsm Us -2. Cl) N �md Ll C(jmU) W W ceZ :7 z W Z a Ln V W H S V OC a i� o N J o ON c r - C) U) O i -- z U O w () O : U U j N C) O o m r CD U Q CL C) z O W O O ULLJ —� U m Ore Q F— � W � W D O W U- W (n ry o� Z o N EC p o ON c r - U 3 m F— C) O m F— W Ne U F— ry Q O C302 3 m U O 0 U Q F— C) O m F— W Ne U F— ry Q O C302